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SECTION E - emjmetals.com

ESec. E Page 1 SECTION EBAR SIZE ANDSTRUCTURAL SHAPESGENERAL Definition of Bar Size and Structural Analysis, Mechanical Properties, etcAISI STANDARD Bar Structural Sizes ..5 CHANNELS Bar Sizes ..6 Standard Structural Sizes ..6 Miscellaneous Channels Structural Standard ( I ) Beams ..8 Wide Flange and Miscellaneous Shapes ..9-11 TEES Bar Sizes ..12 Shapes Listed in Other SectionsSTAINLESS IHOLLOw STRUCTURAL SHAPES See Square and Rectangular Structural Tubing ..Sec. KSTOCK LENGTHS OF STRUCTURAL SHAPESI nstead of the various stock lengths of Structurals being itemized herein, only the longest length carried in stock is shown Stock lengths of Bar Size Shapes, however, are listed herein .BAR SIZE AND STRUCTURAL SHAPESASTm Specification A 36A shape is classed a Bar Size Shape when its greatest dimension (length excluded) is less than 3 inches.

E Sec. E Page 1 SECTION E BAR SIZE AND STRUCTURAL SHAPES GENERAL DATA.....2 Definition of “Bar Size” and “Structural”’

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Transcription of SECTION E - emjmetals.com

1 ESec. E Page 1 SECTION EBAR SIZE ANDSTRUCTURAL SHAPESGENERAL Definition of Bar Size and Structural Analysis, Mechanical Properties, etcAISI STANDARD Bar Structural Sizes ..5 CHANNELS Bar Sizes ..6 Standard Structural Sizes ..6 Miscellaneous Channels Structural Standard ( I ) Beams ..8 Wide Flange and Miscellaneous Shapes ..9-11 TEES Bar Sizes ..12 Shapes Listed in Other SectionsSTAINLESS IHOLLOw STRUCTURAL SHAPES See Square and Rectangular Structural Tubing ..Sec. KSTOCK LENGTHS OF STRUCTURAL SHAPESI nstead of the various stock lengths of Structurals being itemized herein, only the longest length carried in stock is shown Stock lengths of Bar Size Shapes, however, are listed herein .BAR SIZE AND STRUCTURAL SHAPESASTm Specification A 36A shape is classed a Bar Size Shape when its greatest dimension (length excluded) is less than 3 inches.

2 It is a Structural Shape when at least one of its dimensions (length excluded) is 3 inches or greater .The shapes listed in this SECTION conform to ASTM A 36, a standard specification for structural steel .ANALYSIS Carbon Phosphorus Sulphur .26 Max ..04 Max ..05 Max .APPLICATIONS For use in riveted, bolted, or welded construction of bridges and buildings, and for general structural purposes .mECHANICAL PROPERTIES ASTM A 36 requirements are: Tensile Yield % Elongation Strength Strength in (psi) (psi) 8 58,000/80,000 36,000 Min . 20% Min .a aSubject to a deduction from the above percentage of elongation for thicknesses under 5/16 and over 3/4 .wELDABILITY These shapes are easily welded by all the welding processes, and the resultant welds and joints are of extremely high quality.

3 The grade of welding rod to be used depends on thickness of SECTION , design, service requirements, etc .GALVANIZED SHAPESA ngles and other shapes listed herein can be furnished galvanized upon request .Sec. E Page 2 Sec. E Page 3 AISI STANDARD DESIGNATIONSS tructural ShapesListed on the following pages are shapes commonly carried in stock . The American Iron and Steel Institute has established a designation system for structural shape, which has been adopted by steel producers . In the column headed AISI Designation , a letter or letters precedes the size and weight per foot . For example, C3 x 4 .1 is the AISI designation for a 3 x 4 .1# Standard Structural ChannelShown below is a summary of the AISI designations: W shapes are doubly-symmetric wide flange shapes used as beams or col-umns whose inside flange surfaces are substantially parallel.

4 A shape having essentially the same nominal weight and dimensions as a W shape listed in the tabulation but whose inside flange surfaces are not parallel may also be considered a W shape having the same nomenclature as the tabulated shape, provided its average flange thickness is essentially the same shape as the flange thickness of the W shape . S shapes are doubly-symmetric shapes produced in accordance with dimensional standards adopted in 1896 by the Association of American Steel Manufacturers for American Standard beam shapes . The essential part of these standards is that the inside flange surfaces of American Standard beam shapes have approximately a 162/3% slope . M shapes are doubly-symmetric shapes that cannot be classified as W , S , or bearing pile shapes.

5 (Although not included in the standard nomenclature tabulation, bearing piles are doubly-symmetric wide flange shapes whose inside flange surfaces are essentially parallel and whose flange and web have essentially the same thickness .) C shapes are channels produced in accordance with dimensional standards adopted in 1896 by the Association of American Steel Manufacturers for American Standard channels . The essential part of these standards is that the inside flange surfaces of American Standard channels have approximately a 162/3% slope . MC shapes are channels that cannot be classified as C shapes .Sec. E Page 4 ANGLES BAR SIZESS tock Lengths 20 , 30 , & 40 as indicated Size Estimated weight, Lbs. In Inches Per 20-Ft. 30-Ft. 40-Ft. A B C Foot Length Length Length 1/2 x 1/2 x 1/8.

6 38 7 .6 11 .4 5/8 x 5/8 x 1/8 .48 9 .6 14 .4 3/4 x 3/4 x 1/8 .59 11 .8 17 .7 7/8 x 7/8 x 1/8 .70 14 .0 21 .0 1 x 5/8 x 1/8 .64 12 .8 19 .2 1 x 3/4 x 1/8 .70 14 .0 21 .0 28 .0 1 x 1 x 1/8 .80 16 .0 24 .0 32 .0 3/16 1 .16 23 .2 34 .8 46 .4 1/4 1 .49 29 .8 44 .7 59 .6 11/8 x 11/8 x 1/8 .90 18 .0 27 .0 36 .0 11/4 x 11/4 x 1/8 1 .01 20 .2 30 .3 40 .4 3/16 1 .48 29 .6 44 .4 59 .2 1/4 1 .92 38 .4 57 .6 76 .8 13/8 x 7/8 x 1/8 .91 18 .2 27 .3 36 .4 3/16 1 .32 26 .4 39 .6 52 .8 11/2 x 11/4 x 3/16 1 .64 32 .8 49 .2 65 .6 11/2 x 11/2 x 1/8 1 .23 24 .6 36 .9 49 .2 3/16 1 .80 36 .0 54 .0 72 .0 1/4 2 .34 46 .8 70 .2 93 .6 5/16 2 .86 57 .2 85 .8 114 .4 3/8 3 .35 67 .0 100 .5 134 .0 13/4 x 11/4 x 1/8 1 .23 24 .6 36 .9 49 .2 3/16 1 .80 36 .0 54 .0 72.

7 0 1/4 2 .34 46 .8 70 .2 93 .6 13/4 x 13/4 x 1/8 1 .44 28 .8 43 .2 57 .6 3/16 2 .12 42 .4 63 .6 84 .8 1/4 2 .77 55 .4 83 .1 110 .8 2 x 11/4 x 3/16 1 .96 39 .2 58 .8 78 .4 1/4 2 .55 51 .0 76 .5 102 .0 2 x 11/2 x 1/8 1 .44 28 .8 43 .2 57 .6 3/16 2 .12 42 .4 63 .6 84 .8 1/4 2 .77 55 .4 83 .1 110 .8 2 x 2 x 1/8 1 .65 33 .0 49 .5 66 .0 3/16 2 .44 48 .8 73 .2 97 .6 1/4 3 .19 63 .8 95 .7 127 .6 5/16 3 .92 78 .4 117 .6 156 .8 3/8 4 .70 94 .0 141 .0 188 .0 1/2 5 .92 118 .4 177 .6 236 .8 21/2 x 11/2 x 3/16 2 .44 48 .8 73 .2 97 .6 1/4 3 .19 63 .8 95 .7 127 .6 5/16 3 .92 78 .4 117 .6 156 .8 21/2 x 2 x 3/16 2 .75 55 .0 82 .5 110 .0 1/4 3 .62 72 .4 108 .6 144 .8 5/16 4 .50 90 .0 135 .0 180 .0 3/8 5 .30 106 .0 159 .0 212 .0 21/2 x 21/2 x 3/16 3.

8 07 61 .4 92 .1 122 .8 1/4 4 .10 82 .0 123 .0 164 .0 5/16 5 .00 100 .0 150 .0 200 .0 3/8 5 .90 118 .0 177 .0 236 .0 1/2 7 .70 154 .0 231 .0 308 .0 Sec. E Page 5 ANGLES STRUCTURAL SIZESS tocked in Lengths up to 60 . See Page 1 of this SECTION . Size Estimated weight, Lbs. Size Estimated weight, Lbs. in Inches in Inches Per 20-Ft. 30-Ft. 40-Ft. 60-Ft. Per 20-Ft. 30-Ft. 40-Ft. 60-Ft. A B C Foot Lgth Lgth Lgth Lgth A B C Foot Lgth Lgth Lgth Lgth 3 .074 .15 .05 .97 .74 .55 .66 .68 .53 .714 .96 .17 .29 .44 .96 .17 .29 .45 .46 .67 .910 .25 .87 .28 .511 .15 .87 .28 .511 .16 .27 .79 .111 .96 .68 .29 .812 .815 .718 .561821001181549011213217074981221441889 8122144188108132158204116144170222116144 1702221241541822381321641962563143709212 3150177231135168198255111147183216282147 1832162821621982373061742162553331742162 5533318623127335719824629438447155512316 4200236308180224264340148196244288376196 2442883762162643164082322883404442322883 4044424830836447626432839251262874018424 6300354462270336396510223294366432564294 3664325643243964746123484325106663484325 1066637246254671439649258876894211103333 1/231/231/2444xxxxxxxxx221/2321/2331/233 1/24xxxxxxxxx3/161/45/163/81/21/45/163/8 1/23/161/45/163/81/21/45/163/81/21/45/16 3/81/21/45/163/81/21/45/163/81/21/45/163 /81/21/45/163/81/25/83/46.

9 68 .29 .812 .87 .08 .710 .413 .616 .819 .810 .312 .316 .220 .023 .67 .99 .811 .715 .310 .312 .316 .220 .023 .612 .414 .919 .628 .737 .413 .617 .922 .126 .219 .624 .228 .723 .033 .844 .226 .432 .738 .951 .021 .313216419625614017420827233639620624632 4400472158196234306206246324400472248298 3925747482723584425243924845744606768845 2865477810204261982462943842102613124085 0459430936948660070823729435145930936948 6600708372447588861112240853766378658872 6861690101413267929811167153063926432839 2512280348416544672792412492648800944316 3924686124124926488009444965967841148149 6544716884104878496811489201352176810561 3081556204085239649258876842052262481610 0811886187389721200141647458870291861873 8972120014167448941176172222448161074132 6157211761452172213802028265215841962233 43060127855566678889xxxxxxxxxxx331/2531/ 246446841/45/163/81/21/45/163/81/25/83/4 5/163/81/25/83/41/45/163/81/25/163/81/25 /83/45/163/81/23/413/81/25/83/41/25/83/4 1/23/411/25/83/411/2xxxxxxxxxxx CHANNEL BAR SIZESS tock Lengths 20 and 30 Size Estimated weight, Lbs.

10 Size Estimated weight, Lbs. in Inches in Inches Per 20-Ft. 30-Ft Per 20-Ft. 30-Ft. A B C Foot Length Length A B C Foot Length Length 3/4 x 3/8 x 1/8 .56 11 .2 16 .8 11/2 x 3/4 x 1/8 1 .17 23 .4 35 .1 1 x 3/8 x 1/8 .68 13 .6 20 .4 2 x 1/2 x 1/8 1 .43 28 .6 42 .9 1 x 1/2 x 1/8 .84 16 .8 25 .2 2 x 9/16 x 3/16 1 .86 37 .2 55 .8 11/4 x 1/2 x 1/8 1 .01 20 .2 30 .3 2 x 5/8 x 1/4 2 .28 45 .6 68 .4 11/2 x 1/2 x 1/8 1 .12 22 .4 33 .6 2 x 1 x 1/8 1 .78 35 .6 53 .4 11/2 x 9/16 x 3/16 1 .44 28 .8 43 .2 2 x 1 x 3/16 2 .57 51 .4 77 .1 21/2 x 5/8 x 3/16 2 .27 45 .4 68 .1 CHANNEL STANDARD STRUCTURAL SIZESS tocked in Lengths up to 60 . See Page 1 of this SECTION . A B C weight, Lbs. AISI Depth Flange web Designation in width Thickness Per 20-Ft. 30-Ft. 40-Ft. 60-Ft. Inches Inches Inches Foot Length Length Length LengthC3 x 4.


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